Assessment of response reduction factor of RC buildings in Kathmandu Valley using non-linear pushover analysis

Detalhes bibliográficos
Autor(a) principal: Chaulagain, Hemchandra
Data de Publicação: 2010
Tipo de documento: Dissertação
Idioma: eng
Título da fonte: Repositório Científico de Acesso Aberto de Portugal (Repositórios Cientìficos)
Texto Completo: http://hdl.handle.net/10773/12681
Resumo: This study addresses the issue of response reduction factor which is used in modern codes to scale down the elastic response of the structure. The level of ductility and overstrength of RC buildings in Kathmandu valley are investigated. The ductility and overstrength factors are estimated by analyzing the buildings using non-linear pushover analysis for 12 engineered designed RC buildings of various characteristics representing a wide range of RC buildings in Kathmandu valley. Finally, the response reduction factor of RC building in Kathmandu valley is evaluated by using the relation of ductility and overstrength factor.
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spelling Assessment of response reduction factor of RC buildings in Kathmandu Valley using non-linear pushover analysisRC buildingsPushover analysisDuctility reduction factorOverstrengthResponse reduction factorThis study addresses the issue of response reduction factor which is used in modern codes to scale down the elastic response of the structure. The level of ductility and overstrength of RC buildings in Kathmandu valley are investigated. The ductility and overstrength factors are estimated by analyzing the buildings using non-linear pushover analysis for 12 engineered designed RC buildings of various characteristics representing a wide range of RC buildings in Kathmandu valley. Finally, the response reduction factor of RC building in Kathmandu valley is evaluated by using the relation of ductility and overstrength factor.Purbanchal University2014-10-17T15:21:00Z2010-10-01T00:00:00Z2010-10info:eu-repo/semantics/publishedVersioninfo:eu-repo/semantics/masterThesisapplication/pdfhttp://hdl.handle.net/10773/12681engChaulagain, Hemchandrainfo:eu-repo/semantics/openAccessreponame:Repositório Científico de Acesso Aberto de Portugal (Repositórios Cientìficos)instname:Agência para a Sociedade do Conhecimento (UMIC) - FCT - Sociedade da Informaçãoinstacron:RCAAP2024-02-22T11:23:09Zoai:ria.ua.pt:10773/12681Portal AgregadorONGhttps://www.rcaap.pt/oai/openaireopendoar:71602024-03-20T02:48:48.009542Repositório Científico de Acesso Aberto de Portugal (Repositórios Cientìficos) - Agência para a Sociedade do Conhecimento (UMIC) - FCT - Sociedade da Informaçãofalse
dc.title.none.fl_str_mv Assessment of response reduction factor of RC buildings in Kathmandu Valley using non-linear pushover analysis
title Assessment of response reduction factor of RC buildings in Kathmandu Valley using non-linear pushover analysis
spellingShingle Assessment of response reduction factor of RC buildings in Kathmandu Valley using non-linear pushover analysis
Chaulagain, Hemchandra
RC buildings
Pushover analysis
Ductility reduction factor
Overstrength
Response reduction factor
title_short Assessment of response reduction factor of RC buildings in Kathmandu Valley using non-linear pushover analysis
title_full Assessment of response reduction factor of RC buildings in Kathmandu Valley using non-linear pushover analysis
title_fullStr Assessment of response reduction factor of RC buildings in Kathmandu Valley using non-linear pushover analysis
title_full_unstemmed Assessment of response reduction factor of RC buildings in Kathmandu Valley using non-linear pushover analysis
title_sort Assessment of response reduction factor of RC buildings in Kathmandu Valley using non-linear pushover analysis
author Chaulagain, Hemchandra
author_facet Chaulagain, Hemchandra
author_role author
dc.contributor.author.fl_str_mv Chaulagain, Hemchandra
dc.subject.por.fl_str_mv RC buildings
Pushover analysis
Ductility reduction factor
Overstrength
Response reduction factor
topic RC buildings
Pushover analysis
Ductility reduction factor
Overstrength
Response reduction factor
description This study addresses the issue of response reduction factor which is used in modern codes to scale down the elastic response of the structure. The level of ductility and overstrength of RC buildings in Kathmandu valley are investigated. The ductility and overstrength factors are estimated by analyzing the buildings using non-linear pushover analysis for 12 engineered designed RC buildings of various characteristics representing a wide range of RC buildings in Kathmandu valley. Finally, the response reduction factor of RC building in Kathmandu valley is evaluated by using the relation of ductility and overstrength factor.
publishDate 2010
dc.date.none.fl_str_mv 2010-10-01T00:00:00Z
2010-10
2014-10-17T15:21:00Z
dc.type.status.fl_str_mv info:eu-repo/semantics/publishedVersion
dc.type.driver.fl_str_mv info:eu-repo/semantics/masterThesis
format masterThesis
status_str publishedVersion
dc.identifier.uri.fl_str_mv http://hdl.handle.net/10773/12681
url http://hdl.handle.net/10773/12681
dc.language.iso.fl_str_mv eng
language eng
dc.rights.driver.fl_str_mv info:eu-repo/semantics/openAccess
eu_rights_str_mv openAccess
dc.format.none.fl_str_mv application/pdf
dc.publisher.none.fl_str_mv Purbanchal University
publisher.none.fl_str_mv Purbanchal University
dc.source.none.fl_str_mv reponame:Repositório Científico de Acesso Aberto de Portugal (Repositórios Cientìficos)
instname:Agência para a Sociedade do Conhecimento (UMIC) - FCT - Sociedade da Informação
instacron:RCAAP
instname_str Agência para a Sociedade do Conhecimento (UMIC) - FCT - Sociedade da Informação
instacron_str RCAAP
institution RCAAP
reponame_str Repositório Científico de Acesso Aberto de Portugal (Repositórios Cientìficos)
collection Repositório Científico de Acesso Aberto de Portugal (Repositórios Cientìficos)
repository.name.fl_str_mv Repositório Científico de Acesso Aberto de Portugal (Repositórios Cientìficos) - Agência para a Sociedade do Conhecimento (UMIC) - FCT - Sociedade da Informação
repository.mail.fl_str_mv
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